Libros sobre el tema "Portland cement concrete pavement"

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1

Wood, Kenneth L. Portland cement concrete pavement restoration, Denver, Colorado. [Washington, D.C.?]: U.S. Dept. of Transportation, Federal Highway Administration, 1985.

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2

I, Darter Michael, American Association of State Highway and Transportation Officials. y United States. Federal Highway Administration., eds. Portland cement Concrete Pavement Evaluation System, COPES. Washington, D.C: Transportation Research Board, National Research Council, 1985.

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3

McGhee, Kenneth H. Portland cement concrete resurfacing. Washington, D.C: National Academy Press, 1994.

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4

Foundation, Innovative Pavement Research. Best practices for airport Portland cement concrete pavement construction (rigid airport pavement). Washington,D.C: American Concrete Pavement Association, 2003.

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5

Kim, Jinho y Dan G. Zollinger. Portland Cement Concrete Pavement Joint Sealant Practices and Performance. Washington, D.C.: Transportation Research Board, 2021. http://dx.doi.org/10.17226/26205.

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6

Darter, Michael I. Support under portland cement concrete pavements. Washington, D.C: National Academy Press, 1995.

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7

Yrjanson, W. A. Recycling of Portland cement concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1989.

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8

1941-, Cable James K., Iowa. Dept. of Transportation., United States. Federal Highway Administration. y Iowa Highway Research Board, eds. Demonstration and field evaluation of alternative Portland cement concrete pavement reinforcement materials. Ames, Iowa: Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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9

S, Schlorholtz, ed. Determine initial cause for current premature Portland cement concrete pavement deterioration. Ames, Iowa: Center for Transportation Research and Education, Iowa State University, 2000.

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10

Santos, Carina. Field measurement of water-cement ratio for Portland Cement Concrete. Madison, WI: The Unit, 1999.

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11

Cady, P. D. Sealers for Portland cement concrete highway facilities. Washington, D.C: National Academy Press, 1994.

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12

Poole, Toy S. Guide for curing of Portland cement concrete pavements. McLean, VA: Turner-Fairbank Highway Research Center, Research, Development, and Technology, 2006.

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13

Poole, Toy S. Guide for curing of portland cement concrete pavements. McLean, Va: Federal Highway Administration, 2005.

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14

Darter, Michael I. Joint repair methods for portland cement concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1985.

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15

Center, Turner-Fairbank Highway Research, ed. What makes portland cement concrete (PCC) pavements rough? McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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16

Cooley, Allen L. Evaluation of recycled portland cement concrete pavements for base course and gravel cushion material. Pierre, S.D: Dept. of Transportation, Office of Research, 2007.

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17

J, Van Dam T., United States. Federal Highway Administration., National Research Council (U.S.). Transportation Research Board., National Cooperative Highway Research Program. y American Association of State Highway and Transportation Officials., eds. Guidelines for early-opening-to-traffic Portland cement concrete for pavement rehabilitation. Washington, D.C: Transportation Research Board, 2005.

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18

K, Cable James. Ultra-thin Portland cement concrete overlay extended evaluation. Ames, Iowa: Dept. of Civil, Construction, and Environmental Engineering, Iowa State University, 2005.

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19

Sam, Wong G., United States. Federal Highway Administration. Office of Infrastructure Research and Development., Turner-Fairbank Highway Research Center y Structures Laboratory (U.S.), eds. Portland-cement concrete rheology and workability: Final report. McLean, Va. (6300 Georgetown Pike, McLean, 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2001.

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20

Tymkowicz, Shane. Vibration study for consolidation of portland cement concrete. [Ames, Iowa: Iowa Dept. of Transportation], 1999.

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21

K, Cable James. Two-lift Portland cement concrete pavements to meet public needs. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, Iowa State University, 2004.

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22

Center, Turner-Fairbank Highway Research, ed. LTPP pavement maintenance materials: PCC partial-depth spall repair experiment, final report. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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23

Sabnis, Gajanan M. Guidance document for reclaimed Portland cement concrete: Final report. University Park, Pa: Pennsylvania Transportation Institute, 2001.

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24

Smith, Kurt D. Portland cement concrete overlays: State of the technology synthesis. Washington, DC (400 Seventh Street, SW, Room 4410, Washington, DC 20590): Federal Highway Administration, Office of Acquisition Management, 2002.

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25

Achieving a high level of smoothness in concrete pavements without sacrificing long-term performance. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2005.

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26

Crovetti, James A. Early opening of Portland cement concrete (PCC) pavements to traffic. Madison, WI]: Wisconsin Highway Research Program, 2005.

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27

Jim, Grove, Iowa. Dept. of Transportation. y United States. Federal Highway Administration., eds. Material and construction optimization for prevention of premature pavement distress in PCC pavements: Phase III final report. Ames, Iowa: National Concrete Pavement Technology Center, Iowa State University, 2008.

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28

G, Peshkin David, Yu H. Thomas, United States. Federal Highway Administration. Office of Acquisition Management y Applied Pavement Technology Inc, eds. Portland cement concrete overlays: State of the technology synthesis. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 2002.

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29

Janssen, Donald J. PCC mix design: Final report, Research Project GC8286, Task 1, PCC Mix Design. [Olympia, Wash.?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

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30

Frentress, Daniel P. Guide for partial-depth repair of concrete pavements. Ames, Iowa: Iowa State University Institute for Transportation, 2012.

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31

Association, American Concrete Pavement. AASHTO/FHWA/industry joint training: Construction of Portland cement concrete pavements : participant's manual. Washington, DC (400 Seventh St., NW, Washington 20590): U.S. Dept. of Transportation, Federal Highway Administration, Office of Contracts and Procurement, 1996.

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32

K, Cable James. Portland cement concrete patching techniques vs. performance and traffic delay. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, c/o Iowa State University, 2004.

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33

1941-, Cable James K. Defining the attributes of good in-service portland cement concrete pavements. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, Iowa State University, 2004.

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34

Rasmussen, Robert O., Helga N. Torres, Steven M. Karamihas, Gary Fick y Richard C. Sohaney. Real-Time Smoothness Measurements on Portland Cement Concrete Pavements During Construction. Washington, D.C.: Transportation Research Board, 2013. http://dx.doi.org/10.17226/22767.

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35

Pinto, Roberto C. Accelerated aging of concrete: A literature review. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2002.

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36

Chamberlin, William P. An open-graded friction course on portland cement concrete base: A seven-year progress report. Albany, NY: Engineering Research and Development Bureau, NYS Dept. of Transportation, 1986.

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37

Muhunthan, Balasingam. Finite element study of the rehabilitation of faulted Portland Cement Concrete pavements. [Olympia, Wash: Washington State Dept. of Transportation, 1994.

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38

Yonge, David. Assessment and mitigation of potential environmental impacts of Portland cement concrete highway grindings. [Olympia, Wash.]: Washington State Dept. of Transportation, 2005.

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39

Cramer, Steven M. Strategies for enhancing the freeze-thaw durability of Portland cement concrete pavements. Madison, WI: Wisconsin Dept. of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Technology Advancement Unit, 2001.

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40

Mooncheol, Won, Changsha li gong da xue., American Society of Civil Engineers. Geo-Institute. y GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), eds. New technologies in construction and rehabilitation of Portland cement concrete pavement and bridge deck pavement: Selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China. Reston, Va: American Society of Civil Engineers, 2009.

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41

Mooncheol, Won, Changsha li gong da xue., American Society of Civil Engineers. Geo-Institute. y GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), eds. New technologies in construction and rehabilitation of Portland cement concrete pavement and bridge deck pavement: Selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China. Reston, Va: American Society of Civil Engineers, 2009.

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42

Wang, Kejin. Evaluating properties of blended cements for concrete pavements. Ames, Iowa: Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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43

1941-, Cable James K., Iowa Highway Research Board, United States. Federal Highway Administration. y Iowa. Dept. of Transportation., eds. Design and construction procedures for concrete overlay and widening of existing pavements. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, Iowa State University, 2005.

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44

D, Smith Kurt, Advanced Concrete Pavement Technology Products Program (U.S.) y United States. Federal Highway Administration, eds. Blended and performance cements. Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 2011.

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45

Janoo, Vincent C. PCC airfield pavement response during thaw-weakening periods: A field study. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1996.

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46

C, Bomar L., American Association of State Highway and Transportation Officials. y United States. Federal Highway Administration., eds. Determining deteriorated areas in portland cement concrete pavements using radar and video imaging. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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47

Pierce, Linda M. Dowel bar retrofit: I-90, Kachess River to Yakima River. [Olympia, Wash.]: Washington State Dept. of Transportation, 1994.

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48

Center, Turner-Fairbank Highway Research, ed. Fast-track paving: Concrete temperature control and traffic opening criteria for bonded concrete overlays. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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49

P, Mahoney Joe, Washington State Transportation Center, Washington (State). Dept. of Transportation., United States. Federal Highway Administration. y Washington (State). Planning, Research, and Public Transportation Division., eds. Urban Interstate portland cement concrete rehabilitation alternatives for Washington State: Final report Research Project Y 3399, Task 12, PCC Pavement Performance. [Olympia, Wash.?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.

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50

Whiting, D. Durability of in-place concrete containing high-range water-reducing admixtures. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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